新路线新墩##新墩一一

新项目墩计算书编制人：审核人：编制日期：计算资料编制依据《公路桥涵设计通用规范》（JTGD60—2004）《公路钢筋混凝土及预应力混凝土桥涵设计规范》（JTGD62—2004）《公路桥涵地基与基础设计规范》（JTGD63—2007）《公路设计手册—墩台和基础》《桥梁墩台与基础工程》结构信息几何尺寸计算参数盖梁类型钢筋混凝土盖梁梁盖梁与墩柱线刚刚度比2.392计算墩柱材料类类型C30计算墩柱材料容容重(24计算墩柱体积(6.19计算墩柱重(kkN)148.44基础类型桩柱基础计算长度(m))2.45盖梁柱式墩水平平抗推刚度度(kN//m)1.6e4荷载信息上部结构永久作用上部结构恒载支座号竖向力1288022882可变作用可变作用信息活载加载方式横向分布影响面面汽车等级城A车道数2汽车冲击系数1.3人群集度(kN/0人行道总宽(mm)0制动力(kN))330制动力作用标高高(m)4.7温度力(kN))20温度力作用标高高(m)4.7摩阻力(kN))20摩阻力作用标高高(m)4.7整体升降温+10，-100盖梁计算盖梁单项荷载效应上部结构支座反力荷载内力效应图上部结构支座反力荷载内力效应表截面坐标x(mm)轴力N(kN))剪力Q(kN))弯矩M(kN∙m)扭矩T(kN∙∙m)000000.18500000.965-1.6e-88-2880001.1-1.6e-88-2880-388.801.90-2880-2692.8802.6502882-4856.11703.402882-2694.66704.202882-389.07704.33502882-1.32e--805.11500005.30000盖梁结构自重荷载内力效应图盖梁结构自重荷载内力效应表截面坐标x(mm)轴力N(kN))剪力Q(kN))弯矩M(kN∙m)扭矩T(kN∙∙m)000000.1850-13.29-0.5800.9650-54.75-24.2401.10-62.68-32.1601.90-108.766-100.73302.650-151.966-198.503.40108.76-100.73304.2062.68-32.1604.335054.75-24.2405.115013.29-0.5805.30000汽车QMax荷载内力效应图汽车QMax荷载内力效应表截面坐标x(mm)轴力N(kN))剪力Q(kN))弯矩M(kN∙m)扭矩T(kN∙∙m)000000.18500000.96500001.100001.900002.650313.23003.40313.23004.20313.23004.33500005.11500005.30000汽车QMin荷载内力效应图汽车QMin荷载内力效应表截面坐标x(mm)轴力N(kN))剪力Q(kN))弯矩M(kN∙m)扭矩T(kN∙∙m)000000.18500000.9650-313.233001.10-313.233-42.2901.90-313.233-292.87702.6500003.400-292.87704.200-42.2904.33500005.11500005.30000汽车MMax荷载内力效应图汽车MMax荷载内力效应表截面坐标x(mm)轴力N(kN))剪力Q(kN))弯矩M(kN∙m)扭矩T(kN∙∙m)000000.18500000.96500001.100001.900002.6500003.400004.200004.33500005.11500005.30000汽车MMin荷载内力效应图汽车MMin荷载内力效应表截面坐标x(mm)轴力N(kN))剪力Q(kN))弯矩M(kN∙m)扭矩T(kN∙∙m)000000.18500000.96500001.10-313.233-42.2901.90-313.233-292.87702.6500-527.803.40313.23-292.87704.20313.23-42.2904.33500005.11500005.30000汽车TMax荷载内力效应图汽车TMax荷载内力效应表截面坐标x(mm)轴力N(kN))剪力Q(kN))弯矩M(kN∙m)扭矩T(kN∙∙m)000000.18500000.96500001.100001.900002.6500003.400004.200004.33500005.11500005.30000汽车TMin荷载内力效应图汽车TMin荷载内力效应表截面坐标x(mm)轴力N(kN))剪力Q(kN))弯矩M(kN∙m)扭矩T(kN∙∙m)000000.18500000.96500001.100001.900002.6500003.400004.200004.33500005.11500005.30000人群QMax荷载内力效应图人群QMax荷载内力效应表截面坐标x(mm)轴力N(kN))剪力Q(kN))弯矩M(kN∙m)扭矩T(kN∙∙m)000000.18500000.96500001.100001.900002.6500003.400004.200004.33500005.11500005.30000人群QMin荷载内力效应图人群QMin荷载内力效应表截面坐标x(mm)轴力N(kN))剪力Q(kN))弯矩M(kN∙m)扭矩T(kN∙∙m)000000.18500000.96500001.100001.900002.6500003.400004.200004.33500005.11500005.30000人群MMax荷载内力效应图人群MMax荷载内力效应表截面坐标x(mm)轴力N(kN))剪力Q(kN))弯矩M(kN∙m)扭矩T(kN∙∙m)000000.18500000.96500001.100001.900002.6500003.400004.200004.33500005.11500005.30000人群MMin荷载内力效应图人群MMin荷载内力效应表截面坐标x(mm)轴力N(kN))剪力Q(kN))弯矩M(kN∙m)扭矩T(kN∙∙m)000000.18500000.96500001.100001.900002.6500003.400004.200004.33500005.11500005.30000人群TMax荷载内力效应图人群TMax荷载内力效应表截面坐标x(mm)轴力N(kN))剪力Q(kN))弯矩M(kN∙m)扭矩T(kN∙∙m)000000.18500000.96500001.100001.900002.6500003.400004.200004.33500005.11500005.30000人群TMin荷载内力效应图人群TMin荷载内力效应表截面坐标x(mm)轴力N(kN))剪力Q(kN))弯矩M(kN∙m)扭矩T(kN∙∙m)000000.18500000.96500001.100001.900002.6500003.400004.200004.33500005.11500005.30000盖梁内力组合持久状况承载能力极限状态基本组合持久状况承载能力极限状态基本组合内力效应图持久状况承载能力极限状态基本组合内力效应表截面坐标x(mm)最值工工况内力MmaxMminQmaxQminTmaxTmin0弯矩M(kN∙∙m)000000剪力Q(kN))1.02e-881.02e-881.02e-881.02e-881.02e-881.02e-88轴力N(kN))000000扭矩T(kN∙∙m)0000000.185弯矩M(kN∙∙m)-0.63-0.76-0.63-0.76-0.76-0.76剪力Q(kN))-14.62-17.55-14.62-17.55-17.55-17.55轴力N(kN))000000扭矩T(kN∙∙m)0000000.965弯矩M(kN∙∙m)-26.66-31.99-26.66-31.99-31.99-31.99剪力Q(kN))54.9565.94-3228.223-4983.335-3873.887-3873.887轴力N(kN))00-1.72e--8-2.07e--8-2.07e--8-2.07e--8扭矩T(kN∙∙m)0000001.1弯矩M(kN∙∙m)-463.055-705.444-463.055-555.666-555.666-555.666剪力Q(kN))3236.9553884.344-3236.995-4993.881-3884.334-3884.334轴力N(kN))-1.72e--8-2.07e--8-1.72e--8-2.07e--800扭矩T(kN∙∙m)0000001.9弯矩M(kN∙∙m)-3072.889-4724.882-3072.889-4724.882-3687.446-3687.446剪力Q(kN))-3287.663-5054.663-3287.663-5054.663-3945.116-3945.116轴力N(kN))000000扭矩T(kN∙∙m)0000002.65弯矩M(kN∙∙m)-5560.114-8541.663-6672.117-6667.772-6672.117-6672.117剪力Q(kN))3337.3554004.8225114.3-5111.6664004.8224004.822轴力N(kN))000000扭矩T(kN∙∙m)0000003.4弯矩M(kN∙∙m)-3074.994-4727.229-4727.229-3074.994-3689.993-3689.993剪力Q(kN))-3289.883-5057.2275057.2773289.8333947.83947.8轴力N(kN))000000扭矩T(kN∙∙m)0000004.2弯矩M(kN∙∙m)-463.355-705.8-556.022-463.355-556.022-556.022剪力Q(kN))-3239.115-4996.4454996.4553239.1553886.9883886.988轴力N(kN))00-1.46e--8-1.21e--8-1.46e--8-1.46e--8扭矩T(kN∙∙m)0000004.335弯矩M(kN∙∙m)-26.66-31.99-31.99-26.66-31.99-31.99剪力Q(kN))-3864.447-3876.5514985.9993230.43365.9465.94轴力N(kN))-1.38e--8-1.46e--8-1.46e--8-1.21e--800扭矩T(kN∙∙m)0000005.115弯矩M(kN∙∙m)-0.63-0.76-0.76-0.63-0.76-0.76剪力Q(kN))7.038.4417.5514.628.448.44轴力N(kN))000000扭矩T(kN∙∙m)0000005.3弯矩M(kN∙∙m)000000剪力Q(kN))000000轴力N(kN))000000扭矩T(kN∙∙m)000000持久状况正常使用极限状态长期组合持久状况正常使用极限状态长期组合内力效应图持久状况正常使用极限状态长期组合内力效应表截面坐标x(mm)最值工工况内力MmaxMminQmaxQminTmaxTmin0弯矩M(kN∙∙m)000000剪力Q(kN))000000轴力N(kN))000000扭矩T(kN∙∙m)0000000.185弯矩M(kN∙∙m)-0.58-0.58-0.58-0.58-0.58-0.58剪力Q(kN))-13.29-13.29-13.29-13.29-13.29-13.29轴力N(kN))000000扭矩T(kN∙∙m)0000000.965弯矩M(kN∙∙m)-24.24-24.24-24.24-24.24-24.24-24.24剪力Q(kN))49.9549.95-2934.775-3060.004-2934.775-2934.775轴力N(kN))00-1.57e--8-1.57e--8-1.57e--8-1.57e--8扭矩T(kN∙∙m)0000001.1弯矩M(kN∙∙m)-420.966-437.877-420.966-420.966-420.966-420.966剪力Q(kN))2942.6882942.688-2942.668-3067.997-2942.668-2942.668轴力N(kN))-1.57e--8-1.57e--8-1.57e--8-1.57e--800扭矩T(kN∙∙m)0000001.9弯矩M(kN∙∙m)-2793.553-2910.668-2793.553-2910.668-2793.553-2793.553剪力Q(kN))-2988.776-3114.005-2988.776-3114.005-2988.776-2988.776轴力N(kN))000000扭矩T(kN∙∙m)0000002.65弯矩M(kN∙∙m)-5054.667-5265.779-5054.667-5051.33-5054.667-5054.667剪力Q(kN))3033.9663033.9663159.255-3157.2253033.9663033.966轴力N(kN))000000扭矩T(kN∙∙m)0000003.4弯矩M(kN∙∙m)-2795.44-2912.555-2912.555-2795.44-2795.44-2795.44剪力Q(kN))-2990.776-3116.0053116.0552990.7662990.7662990.766轴力N(kN))000000扭矩T(kN∙∙m)0000004.2弯矩M(kN∙∙m)-421.233-438.144-421.233-421.233-421.233-421.233剪力Q(kN))-2944.668-3069.9973069.9772944.6882944.6882944.688轴力N(kN))00-1.1e-88-1.1e-88-1.1e-88-1.1e-88扭矩T(kN∙∙m)0000004.335弯矩M(kN∙∙m)-24.24-24.24-24.24-24.24-24.24-24.24剪力Q(kN))-2936.775-2936.7753062.0442936.75549.9549.95轴力N(kN))-1.1e-88-1.1e-88-1.1e-88-1.1e-8800扭矩T(kN∙∙m)0000005.115弯矩M(kN∙∙m)-0.58-0.58-0.58-0.58-0.58-0.58剪力Q(kN))6.396.3913.2913.296.396.39轴力N(kN))000000扭矩T(kN∙∙m)0000005.3弯矩M(kN∙∙m)000000剪力Q(kN))000000轴力N(kN))000000扭矩T(kN∙∙m)000000持久状况正常使用极限状态短期组合持久状况正常使用极限状态短期组合内力效应图持久状况正常使用极限状态短期组合内力效应表截面坐标x(mm)最值工工况内力MmaxMminQmaxQminTmaxTmin0弯矩M(kN∙∙m)000000剪力Q(kN))000000轴力N(kN))000000扭矩T(kN∙∙m)0000000.185弯矩M(kN∙∙m)-0.58-0.58-0.58-0.58-0.58-0.58剪力Q(kN))-13.29-13.29-13.29-13.29-13.29-13.29轴力N(kN))000000扭矩T(kN∙∙m)0000000.965弯矩M(kN∙∙m)-24.24-24.24-24.24-24.24-24.24-24.24剪力Q(kN))49.9549.95-2934.775-3154.002-2934.775-2934.775轴力N(kN))00-1.57e--8-1.57e--8-1.57e--8-1.57e--8扭矩T(kN∙∙m)0000001.1弯矩M(kN∙∙m)-420.966-450.566-420.966-420.966-420.966-420.966剪力Q(kN))2942.6882942.688-2942.668-3161.994-2942.668-2942.668轴力N(kN))-1.57e--8-1.57e--8-1.57e--8-1.57e--800扭矩T(kN∙∙m)0000001.9弯矩M(kN∙∙m)-2793.553-2998.554-2793.553-2998.554-2793.553-2793.553剪力Q(kN))-2988.776-3208.002-2988.776-3208.002-2988.776-2988.776轴力N(kN))000000扭矩T(kN∙∙m)0000002.65弯矩M(kN∙∙m)-5054.667-5424.113-5054.667-5051.33-5054.667-5054.667剪力Q(kN))3033.9663033.9663253.222-3251.2223033.9663033.966轴力N(kN))000000扭矩T(kN∙∙m)0000003.4弯矩M(kN∙∙m)-2795.44-3000.441-3000.441-2795.44-2795.44-2795.44剪力Q(kN))-2990.776-3210.0023210.0222990.7662990.7662990.766轴力N(kN))000000扭矩T(kN∙∙m)0000004.2弯矩M(kN∙∙m)-421.233-450.833-421.233-421.233-421.233-421.233剪力Q(kN))-2944.668-3163.9943163.9442944.6882944.6882944.688轴力N(kN))00-1.1e-88-1.1e-88-1.1e-88-1.1e-88扭矩T(kN∙∙m)0000004.335弯矩M(kN∙∙m)-24.24-24.24-24.24-24.24-24.24-24.24剪力Q(kN))-2936.775-2936.7753156.0222936.75549.9549.95轴力N(kN))-1.1e-88-1.1e-88-1.1e-88-1.1e-8800扭矩T(kN∙∙m)0000005.115弯矩M(kN∙∙m)-0.58-0.58-0.58-0.58-0.58-0.58剪力Q(kN))6.396.3913.2913.296.396.39轴力N(kN))000000扭矩T(kN∙∙m)0000005.3弯矩M(kN∙∙m)000000剪力Q(kN))000000轴力N(kN))000000扭矩T(kN∙∙m)000000持久状况承载能力极限状态基本组合验算正截面承载力验算正截面承载力计算参数表截面坐标x(m)最值类型盖梁高度h(m)计算跨径l(m)截面有效高度ℎ0承载力计算理论0最大弯矩0.82.650.8一般梁最小弯矩0.82.650.8一般梁0.185最大弯矩0.9182.650.868一般梁最小弯矩0.9182.650.868一般梁0.965最大弯矩1.4142.651.364一般梁最小弯矩1.4142.651.364一般梁1.1最大弯矩1.52.651.45一般梁最小弯矩1.52.651.45一般梁1.9最大弯矩1.52.651.436一般梁最小弯矩1.52.651.436一般梁2.65最大弯矩1.52.651.422一般梁最小弯矩1.52.651.422一般梁3.4最大弯矩1.52.651.436一般梁最小弯矩1.52.651.436一般梁4.2最大弯矩1.52.651.45一般梁最小弯矩1.52.651.45一般梁4.335最大弯矩1.4142.651.364一般梁最小弯矩1.4142.651.364一般梁5.115最大弯矩0.9182.650.868一般梁最小弯矩0.9182.650.868一般梁5.3最大弯矩0.82.650.8一般梁最小弯矩0.82.650.8一般梁持久状况承载能能力极限状状态基本组组合弯矩及及其抗力包包络图正截面承载力验验算表截面坐标x(m)最值类型设计弯矩M(kN∙m)截面抗力MR(kN∙mm)抗力是否满足受压区高度x(m)受压区高度是否满足0最大弯矩00是0是最小弯矩00是0是0.185最大弯矩-0.63-1699.227是4.925e--2是最小弯矩-0.76-1699.227是4.925e--2是0.965最大弯矩-26.66-2736.663是4.94e-22是最小弯矩-31.99-2736.663是4.94e-22是1.1最大弯矩-463.055-2913.993是4.94e-22是最小弯矩-705.444-2913.993是4.94e-22是1.9最大弯矩-3072.889-5721.778是9.337e--2是最小弯矩-4724.882-5721.778是9.337e--2是2.65最大弯矩-5560.114-8306.999是0.187是最小弯矩-8541.663-8306.999否0.187是3.4最大弯矩-3074.994-5721.778是9.337e--2是最小弯矩-4727.229-5721.778是9.337e--2是4.2最大弯矩-463.355-2913.993是4.94e-22是最小弯矩-705.8-2913.993是4.94e-22是4.335最大弯矩-26.66-2736.663是4.94e-22是最小弯矩-31.99-2736.663是4.94e-22是5.115最大弯矩-0.63-1699.227是4.925e--2是最小弯矩-0.76-1699.227是4.925e--2是5.3最大弯矩00是0是最小弯矩00是0是撑系杆体系计算算示意图撑系杆体系承载载力验算表表参数名称左悬臂根部最大负弯矩矩(kN∙mm)-5488.118最外排支座距根根部距离((m)1.085换算等效最外排排支座反力力(kN)5058.233盖梁有效高度ℎ0((m1.436撑杆压力线在盖盖梁底面的的作用点距距柱边缘距距离a(m)0.215外边梁外侧支座座中心线距距柱边缘的的距离xi(m1.085撑杆—系杆夹角角θ47.83撑杆压力设计值值D6824.4系杆拉力设计值值T4581.122边支座横桥向宽宽度0.86系杆钢筋中心距距盖梁顶面面距离s((m)7.84e-22撑杆计算高度t(m)0.791盖梁宽度1.6撑杆抗压承载力力(kN))1.65e4系杆抗拉承载力力(kN))4123.344撑杆抗压强度是是否满足是系杆抗拉强度是是否满足否撑系杆体系承载载力验算表表参数名称右悬臂根部最大负弯矩矩(kN∙mm)-5490.116最外排支座距根根部距离((m)1.085换算等效最外排排支座反力力(kN)5060.055盖梁有效高度ℎ0((m1.436撑杆压力线在盖盖梁底面的的作用点距距柱边缘距距离a(m)0.215外边梁外侧支座座中心线距距柱边缘的的距离xi(m1.085撑杆—系杆夹角角θ47.83撑杆压力设计值值D6826.855系杆拉力设计值值T4582.777边支座横桥向宽宽度0.86系杆钢筋中心距距盖梁顶面面距离s((m)7.84e-22撑杆计算高度t(m)0.791盖梁宽度1.6撑杆抗压承载力力(kN))1.65e4系杆抗拉承载力力(kN))4123.344撑杆抗压强度是是否满足是系杆抗拉强度是是否满足否斜截面抗剪承载载力验算斜截面抗剪承载载力计算参参数表截面坐标x(m)最值类型计算跨径l(m)异号弯矩影响系系数α斜截面投影长度C(m)配箍率ρ(%)有效高度ℎ主筋配筋百分率P承载力计算理论0最大剪力2.6500000梁抗剪最小剪力2.6500000梁抗剪0.185最大剪力2.650.91.735e--20.7540.8680.53梁抗剪最小剪力2.650.91.735e--20.7540.8680.53梁抗剪0.965最大剪力2.650.91.3641.5081.3640梁抗剪最小剪力2.650.91.3641.5081.3640梁抗剪1.1最大剪力2.650.98.7e-20.7541.450.317梁抗剪最小剪力2.650.95.8e-20.7541.450.317梁抗剪1.9最大剪力2.650.90.5740.7541.4360.317梁抗剪最小剪力2.650.90.5740.7541.4360.317梁抗剪2.65最大剪力2.650.90.7960.7541.4220.641梁抗剪最小剪力2.650.90.7960.7541.4220.641梁抗剪3.4最大剪力2.650.90.5740.7541.4360.317梁抗剪最小剪力2.650.90.5740.7541.4360.317梁抗剪4.2最大剪力2.650.95.8e-20.7541.450.317梁抗剪最小剪力2.650.98.7e-20.7541.450.317梁抗剪4.335最大剪力2.650.91.3640.7541.3640梁抗剪最小剪力2.650.91.3640.7541.3640梁抗剪5.115最大剪力2.650.91.735e--20.7540.8680.53梁抗剪最小剪力2.650.91.735e--20.7540.8680.53梁抗剪5.3最大剪力2.6500000梁抗剪最小剪力2.6500000梁抗剪斜截面抗剪构造造尺寸验算算表(一般梁)截面坐标x(m)最值类型截面设计剪力(kN)截面抗剪上限(kN)截面是否满足截面抗剪下限(kN)是否构造配筋0最大剪力1.02e-880是0是最小剪力1.02e-880是0是0.185最大剪力-14.62-3878.223是-964.911是最小剪力-17.55-3878.223是-964.911是0.965最大剪力-3228.223-6096.669是-1516.887否最小剪力-4983.335-6096.669是-1516.887否1.1最大剪力-3236.995-6480.665是-1612.44否最小剪力-4993.881-6480.665是-1612.44否1.9最大剪力-3287.663-6417.119是-1596.661否最小剪力-5054.663-6417.119是-1596.661否2.65最大剪力5114.36353.722是1580.822否最小剪力-5111.666-6353.772是-1580.882否3.4最大剪力5057.2776417.199是1596.611否最小剪力3289.8336417.199是1596.611否4.2最大剪力4996.4556480.655是1612.4否最小剪力3239.1556480.655是1612.4否4.335最大剪力4985.9996096.699是1516.877否最小剪力3230.4336096.699是1516.877否5.115最大剪力17.553878.233是964.91是最小剪力14.623878.233是964.91是5.3最大剪力00是0是最小剪力00是0是斜截面剪力及其其对应抗力力包络图斜截面抗剪承载载力验算表表(一般梁)截面坐标x(m)最值类型承压端设计剪力(kN)截面抗剪承载力V砼与箍筋抗剪承载力V抗剪承载力是否满足V是否满足0最大剪力000是是最小剪力000是是0.185最大剪力-15.97-2911.221-2911.221是是最小剪力-19.62-2911.221-2911.221是是0.965最大剪力-3228.223-7302.886-6011.557是是最小剪力-4983.335-8004.991-6011.557是是1.1最大剪力-3236.995-6023.554-4728.776是是最小剪力-4993.881-6726.228-4728.776是是1.9最大剪力-3287.663-5997.55-4682.445是是最小剪力-5054.663-6704.33-4682.445是是2.65最大剪力5114.368834837.288是是最小剪力-5111.666-6881.995-4837.228是是3.4最大剪力5057.2776705.3664682.455是是最小剪力3289.8335998.3884682.455是是4.2最大剪力4996.4556727.3444728.766是是最小剪力3239.1556024.4224728.766是是4.335最大剪力4985.9996245.2224250.822是是最小剪力3230.43355434250.822是是5.115最大剪力19.622911.2112911.211是是最小剪力15.972911.2112911.211是是5.3最大剪力000是是最小剪力000是是剪扭构件截面抗抗剪扭承载载力验算盖梁抗剪扭承载载力计算参参数表截面坐标x(m)最值类型截面受扭塑性抵抗矩W抗扭承载力降低系数β核心面积Acor(m2核心面积周长Ucor纵、箍筋强度比ζ0最大剪力0.4311.044.3140最小剪力0.4311.044.3140.6最大扭矩0.4311.044.3140最小扭矩0.4311.044.31400.185最大剪力0.540.51.214.5491.7最小剪力0.540.51.214.5491.7最大扭矩0.540.51.214.5491.7最小扭矩0.540.51.214.5491.70.965最大剪力1.130.51.925.5421.484最小剪力1.130.51.925.5421.484最大扭矩1.130.51.925.5421.484最小扭矩1.130.51.925.5421.4841.1最大剪力1.240.52.045.7141.459最小剪力1.240.52.045.7141.459最大扭矩1.240.52.045.7141.459最小扭矩1.240.52.045.7141.4591.9最大剪力1.240.52.045.7141.459最小剪力1.240.52.045.7141.459最大扭矩1.240.52.045.7141.459最小扭矩1.240.52.045.7141.4592.65最大剪力1.240.52.045.7141.459最小剪力1.240.52.045.7141.459最大扭矩1.240.52.045.7141.459最小扭矩1.240.52.045.7141.4593.4最大剪力1.240.52.045.7141.459最小剪力1.240.52.045.7141.459最大扭矩1.240.52.045.7141.459最小扭矩1.240.52.045.7141.4594.2最大剪力1.240.52.045.7141.459最小剪力1.240.52.045.7141.459最大扭矩1.240.52.045.7141.459最小扭矩1.240.52.045.7141.4594.335最大剪力1.130.51.925.5421.484最小剪力1.130.51.925.5421.484最大扭矩1.130.51.925.5421.484最小扭矩1.130.51.925.5421.4845.115最大剪力0.540.51.214.5491.7最小剪力0.540.51.214.5491.7最大扭矩0.540.51.214.5491.7最小扭矩0.540.51.214.5491.75.3最大剪力0.4311.044.3140最小剪力0.4311.044.3140.6最大扭矩0.4311.044.3140最小扭矩0.4311.044.3140盖梁截面抗剪扭扭构造尺寸寸验算表截面坐标x(m)最值类型设计剪扭指标(kN/m2截面抗剪扭上限(kN/m2截面是否满足截面抗剪扭下限(kN/m2是否构造配筋0最大剪力00是0是最小剪力00是0是最大扭矩00是0是最小扭矩00是0是0.185最大剪力10.532793.399是695是最小剪力12.642793.399是695是最大扭矩12.642793.399是695是最小扭矩12.642793.399是695是0.965最大剪力1479.1112793.399是695否最小剪力2283.2772793.399是695否最大扭矩1774.9332793.399是695否最小扭矩1774.9332793.399是695否1.1最大剪力1395.2442793.399是695否最小剪力2152.52793.399是695否最大扭矩1674.2882793.399是695否最小扭矩1674.2882793.399是695否1.9最大剪力1431.12793.399是695否最小剪力2200.2772793.399是695否最大扭矩1717.3222793.399是695否最小扭矩1717.3222793.399是695否2.65最大剪力2248.4882793.399是695否最小剪力2247.3222793.399是695否最大扭矩1760.72793.399是695否最小扭矩1760.72793.399是695否3.4最大剪力2201.4222793.399是695否最小剪力1432.0662793.399是695否最大扭矩1718.4772793.399是695否最小扭矩1718.4772793.399是695否4.2最大剪力2153.6442793.399是695否最小剪力1396.1882793.399是695否最大扭矩1675.4222793.399是695否最小扭矩1675.4222793.399是695否4.335最大剪力2284.4882793.399是695否最小剪力1480.1222793.399是695否最大扭矩30.212793.399是695是最小扭矩30.212793.399是695是5.115最大剪力12.642793.399是695是最小剪力10.532793.399是695是最大扭矩6.082793.399是695是最小扭矩6.082793.399是695是5.3最大剪力00是0是最小剪力00是0是最大扭矩00是0是最小扭矩00是0是剪力及其对应抗抗剪强度包包络图扭矩及其对应抗抗扭强度包包络图盖梁截面抗剪扭扭承载力验验算表截面坐标x(m)最值类型设计剪力(kN)截面抗剪承载力(kN))抗剪是否满足设计扭矩(kN∙m))抗扭承载力(kN∙m))抗扭是否满足0最大剪力00是00是最小剪力00是00是最大扭矩00是00是最小扭矩00是00是0.185最大剪力-14.62-2911.221是1e-61197.144是最小剪力-17.55-2911.221是1e-61197.144是最大扭矩-17.55-2911.221是1e-61197.144是最小扭矩-17.55-2911.221是1e-61197.144是0.965最大剪力-3228.223-4460.775是1e-61852.666是最小剪力-4983.335-4460.775否1e-61852.666是最大扭矩-3873.887-4460.775是1e-61852.666是最小扭矩-3873.887-4460.775是1e-61852.666是1.1最大剪力-3236.995-4728.776是1e-61966.011是最小剪力-4993.881-4728.776否1e-61966.011是最大扭矩-3884.334-4728.776是1e-61966.011是最小扭矩-3884.334-4728.776是1e-61966.011是1.9最大剪力-3287.663-4885.66是1e-61966.011是最小剪力-5054.663-4885.66否1e-61966.011是最大扭矩-3945.116-4885.66是1e-61966.011是最小扭矩-3945.116-4885.66是1e-61966.011是2.65最大剪力5114.35034.177否1e-61966.011是最小剪力-5111.666-5034.117否1e-61966.011是最大扭矩4004.8225034.177是1e-61966.011是最小扭矩4004.8225034.177是1e-61966.011是3.4最大剪力5057.2774885.6否1e-61966.011是最小剪力3289.8334885.6是1e-61966.011是最大扭矩3947.84885.6是1e-61966.011是最小扭矩3947.84885.6是1e-61966.011是4.2最大剪力4996.4554728.766否1e-61966.011是最小剪力3239.1554728.766是1e-61966.011是最大扭矩3886.9884728.766是1e-61966.011是最小扭矩3886.9884728.766是1e-61966.011是4.335最大剪力4985.9994460.755否1e-61852.666是最小剪力3230.4334460.755是1e-61852.666是最大扭矩65.944460.755是1e-61852.666是最小扭矩65.944460.755是1e-61852.666是5.115最大剪力17.552911.211是1e-61197.144是最小剪力14.622911.211是1e-61197.144是最大扭矩8.442911.211是1e-61197.144是最小扭矩8.442911.211是1e-61197.144是5.3最大剪力00是00是最小剪力00是00是最大扭矩00是00是最小扭矩00是00是配筋率验算纵向受拉主筋配配筋率图正截面纵向受拉拉主筋配筋筋率验算表表截面坐标x(m)上缘配筋率(%)下缘配筋率(%)纵向主筋容许最小配筋率(%%)上缘主筋是否满足下缘主筋是否满足0000.223是是0.1850.530.530.223是是0.9650.3370.3370.223是是1.10.3170.3170.223是是1.90.6410.3170.223是是2.650.9710.3170.223是是3.40.6410.3170.223是是4.20.3170.3170.223是是4.3350.3370.3370.223是是5.1150.530.530.223是是5.3000.223是是盖梁配箍率图盖梁箍筋配筋率率验算表截面坐标x(mm)箍筋配筋率(%%)弯剪容许最小配配箍率(%%)弯剪配箍率是否否满足01.0770.12是0.1850.7540.12是0.9650.7540.12是1.10.7540.12是1.90.7540.12是2.650.7540.12是3.40.7540.12是4.20.7540.12是4.3350.7540.12是5.1150.7540.12是5.31.0770.12是持久状况正常使使用极限状状态抗裂性性验算盖梁正常使用极极限状态裂缝宽宽度计算参参数表截面坐标x(m)位置钢筋表面形状系系数C1长、短期效应比比M1/Ms长期效应影响系数C2受力性质相关系数C3纵向受拉筋换算直径d(mmm)纵向受拉筋配筋率p0上缘010000下缘0100000.185上缘111.51250.53下缘111.51250.530.965上缘111.51250.337下缘111.51250.3371.1上缘10.9721.4861250.317下缘111.51250.3171.9上缘10.9711.4851250.641下缘111.51250.3172.65上缘10.9711.4851250.971下缘111.51250.3173.4上缘10.9711.4851250.641下缘111.51250.3174.2上缘10.9721.4861250.317下缘111.51250.3174.335上缘111.51250.337下缘111.51250.3375.115上缘111.51250.53下缘111.51250.535.3上缘010000下缘010000盖梁裂缝宽度图图盖梁正常使用极极限状态裂裂缝宽度验验算表截面坐标x(mm)盖梁上缘盖梁下缘裂缝宽度(mmm)容许值(mm)是否满足裂缝宽度(mmm)容许值(mm)是否满足000.2是00.2是0.1851.2e-40.2是00.2是0.9653.205e--30.2是00.2是1.15.552e--20.2是00.2是1.90.1840.2是00.2是2.650.2050.2否00.2是3.40.1840.2是00.2是4.25.556e--20.2是00.2是4.3353.205e--30.2是00.2是5.1151.2e-40.2是00.2是5.300.2是00.2是桥墩计算单项荷载效应汇汇总上部结构支座反反力荷载内内力效应截面位置z(mm)N(kN)QX(kN)QY(kN)MX(kN∙m)MY(kN∙m)-0.55762000-3.37盖梁结构自重荷荷载内力效效应截面位置z(mm)N(kN)QX(kN)QY(kN)MX(kN∙m)MY(kN∙m)-0.5452.360000汽车MXMaxx荷载内力力效应截面位置z(mm)N(kN)QX(kN)QY(kN)MX(kN∙m)MY(kN∙m)-0.500000汽车MXMinn荷载内力力效应截面位置z(mm)N(kN)QX(kN)QY(kN)MX(kN∙m)MY(kN∙m)-0.500000汽车MYMaxx荷载内力力效应截面位置z(mm)N(kN)QX(kN)QY(kN)MX(kN∙m)MY(kN∙m)-0.500000汽车MYMinn荷载内力力效应截面位置z(mm)N(kN)QX(kN)QY(kN)MX(kN∙m)MY(kN∙m)-0.500000汽车NMax荷荷载内力效效应截面位置z(mm)N(kN)QX(kN)QY(kN)MX(kN∙m)MY(kN∙m)-0.5626.470000汽车NMin荷荷载内力效效应截面位置z(mm)N(kN)QX(kN)QY(kN)MX(kN∙m)MY(kN∙m)-0.500000人群MXMaxx荷载内力力效应截面位置z(mm)N(kN)QX(kN)QY(kN)MX(kN∙m)MY(kN∙m)-0.500000人群MXMinn荷载内力力效应截面位置z(mm)N(kN)QX(kN)QY(kN)MX(kN∙m)MY(kN∙m)-0.500000人群MYMaxx荷载内力力效应截面位置z(mm)N(kN)QX(kN)QY(kN)MX(kN∙m)MY(kN∙m)-0.500000人群MYMinn荷载内力力效应截面位置z(mm)N(kN)QX(kN)QY(kN)MX(kN∙m)MY(kN∙m)-0.500000人群NMax荷荷载内力效效应截面位置z(mm)N(kN)QX(kN)QY(kN)MX(kN∙m)MY(kN∙m)-0.500000人群NMin荷荷载内力效效应截面位置z(mm)N(kN)QX(kN)QY(kN)MX(kN∙m)MY(kN∙m)-0